Land Use | Runoff Coefficients | Inlet Times (minutes) | ||
Flat1 | Rolling2 | Steep3 |
Land Use | Runoff Coefficients | Inlet Times (minutes) | ||
Flat1 | Rolling2 | Steep3 | ||
Commercial (CBD) | 0.75 | 0.83 | 0.91 | 5 |
Commercial (Neighborhood) | 0.54 | 0.60 | 0.66 | |
Industrial | 0.63 | 0.70 | 0.77 | 5-10 |
Garden apartments | 0.54 | 0.60 | 0.66 | |
Churches | 0.54 | 0.60 | 0.66 | |
Schools | 0.31 | 0.35 | 0.39 | 10-15 |
Semi-detached residential | 0.45 | 0.50 | 0.55 | |
Detached residential | 0.40 | 0.45 | 0.50 | |
Quarter-acre lots | 0.36 | 0.40 | 0.44 | |
Half-acre lots | 0.31 | 0.35 | 0.39 | |
Parkland | 0.18 | 0.20 | 0.22 | To Be Computed |
NOTES: 1 Flat terrain: 0-2% slopes. 2 Rolling terrain: 2-7% slopes. 3 Steep terrain: greater than 7% slopes. | ||||
Interpolation, extrapolation and adjustment for local conditions shall be based on engineering experience and judgment.
The coefficients of this tabulation are applicable to storms of 5- to 10-year frequencies. Coefficients for less frequent, higher-intensity storms shall be modified as follows:
Return Period | Multiply C by: |
25 | 1.1 |
50 | 1.2 |
100 | 1.25 |
(Ord. 1995-10 Tab. 2, passed 10-13-1995)
* From Ordinance 81-16, Tippecanoe County, Indiana, A General Ordinance Establishing Storm Drainage and Sediment Control, November 1981.